HIDROGRAMAS RELACION PRECIPITACION ESCORRENTIA

HIDROGRAMA UNITARIO

DATOS: Area Cuenca = 10561805,94 m2 = 10,56 km2 Duracion = 1 hr Volumen de Escorrenta (VE)= 7.956.000,00 m3 Altura Efectiva (he)= 0,75 mm

Tiempo (horas)Q total (m3.s-1)Q base (m3.s-1)Q directo (m3.s-1)Q (HU) (m3.s-1)

050,050,00,00,0

1150,050,0100,01327,5

2800,050,0750,09956,5

3600,050,0550,07301,4

4400,050,0350,04646,3

5250,050,0200,02655,1

6150,050,0100,01327,5

7120,050,070,0929,3

8110,050,060,0796,5

980,050,030,0398,3

Total2210,0

CURVA S

Tiempo (horas)HU (m3/s)de = 1hrDesplazamientos iguales (t = 1hr)Ordenadas de lacurva S (m/s)

00,00---------0,00

11327,530,00--------0,00

29956,451327,530,00-------1327,53

37301,409956,451327,530,00------11283,98

44646,347301,409956,451327,530,00-----18585,38

52655,054646,347301,409956,451327,530,00----23231,72

61327,532655,054646,347301,409956,451327,530,00---25886,78

7929,271327,532655,054646,347301,409956,451327,530,00--27214,31

8796,52929,271327,532655,054646,347301,409956,451327,530,00-28143,58

9398,26796,52929,271327,532655,054646,347301,409956,451327,530,0028940,09